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Earthquake Engineering and Engineering Vibration - v. 1, n. 2 (décembre 2002)

Publié:	décembre 2002

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Wu, Bo / Liu, Fentao / Wei, Demin	Approximate analysis method for displacement responses of structures with active variable stiffness systems	261-265
Wong, Yuk Lung / Zhao, John X. / Luo, Qifeng	Attenuation characteristics of ground motions in northern China	161-166
Han, Yang / Sun, Shaoping	A disjoint algorithm for seismic reliability analysis of lifeline networks	207-212
Shinozuka, Masanobu / Kim, Sang-Hoon / Kushiyama, Shigeru / Yi, Jin-Hak	Fragility curves of concrete bridges retrofitted by column jacketing	195-205
Yang, Qingshan / Saiidi, M. Saiid / Hang, Wang / Itani, Ahmad	Influence of earthquake ground motion incoherency on multi-support structures	167-180
Men, Fulu	Investigation of earthquake mechanisms and their impact on certain basic concepts in earthquake engineering and seismology	281-291
Jiang, Huanjun / Lu, Xilin	Nonlinear earthquake response analysis and energy calculation for seismic slit shear wall structures	227-237
Cheng, Franklin Y. / Jiang, Hongping / Zhang, Xiaozhe	Optimal placement of dampers and actuators based on stochastic approach	237-249
Liang, Zack / Lee, George C.	Principal axes of M-DOF structures part I: Static loading	293-302
Okamoto, Shin / Kani, Nagahide / Higashino, Masahiko / Koshika, Norihide / Kimizuka, Masayuki / Midorikawa, Mitsumasa / Iiba, Masanori	Recent developments in seismically isolated buildings in Japan	213-225
Ashford, Scott A. / Juirnarongrit, Teerawut	Response of single piles and pipelines in liquefaction-induced lateral spreads using controlled blasting	181-193
Chang, Tsu-sheng / Singh, Mahendra P.	Seismic analysis of structures with a fractional derivative model of viscoelastic dampers	251-260
Hong, Feng	Time-delay damping theory	303-309
Xue, Suduo / Ko, J. M. / Xu, Y. L.	Wind-induced vibration control of bridges using liquid column damper	271-280

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IssueID
29243
Publié(e) le:
12.07.2019
Modifié(e) le:
12.07.2019

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